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HomeMy WebLinkAbout1890 RUTHERFORD RD; ; AS010164; PermitSprinkler Permit 1890 RUTHERFORD Job Address: RD Permit Type: SPRINK Parcel No: 2121203500 Lot #: 0 Reference No.: PC #: Permit No: AS010164 Status: ISSUED Applied 8/29/2001 Approved: 9/5/2001 Issued: 9/5/2001 Inspector: Project Title: QUOREX PHARMACEUTICALS Applicant: Owner: DIVERSIFIED CARLSBAD 47&48 L L C 4330 LA JOLLA VILLAGE DR #110 SAN DIEGO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) L 100 0 100 0 F9 WEST COAST FIRE PROTECTION ASo[01A 512 W. CALIFORNIA AVE #205 VISTA, CA 92083 HYDRAULIC CALCULATIONS FOR 'Quorex Mezzanine Addition 1890 Rutherford DATE: 08-28-01 REMOTE AREA #1 -DESIGN DATA- 9 OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. MAX NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 281.4 gpm TOTAL WATER REQUIRED (including hose): 381.4 gpm FLOW AND PRESSURE (@ BOR): 381.4 gpm @ 79.2 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: WEST COAST FIRE PROTECTION DESIGN/LAYOUT BY: Dan Amato AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16-763542 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 05/28/2000 QUOREX.SDF JOB TITLE: Quorex Mezzanine 1890 Rutherford Rd. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 20 (N/A) 100.0 (N/A) 100.0 381.4 79.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 381.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 281.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 12.0 K= 5.60 7.2 15.0 2 12.0 K= 5.60 7.3 15.1 3 12.0 K= 5.60 8.1 16.0 4 12.0 K= 5.60 9.5 17.3 5 12.0 K= 5.60 9.7 17.5 6 12.0 - - - - 10.1 - - - 7 12.0 K= 5.60 12.5 19.8 8 12.0 K= 5.60 17.7 23.6 9 11.0 - - - - 31.7 - - - 10 12.0 K= 5.60 17.5 23.5 11 12.0 K= 5.60 18.0 23.7 12 12.0 K= 5.60 20.2 25.1 13 12.0 K= 5.60 23.0 26.9 14 11.0 - - - - 32.3 - - - 15 12.0 K= 5.60 26.5 28.9 16 12.0 K= 5.60 27.1 29.2 17 12.0 - - - - 30.4 - - - 18 12.0 - - - - 32.3 - - - 19 11.0 - - - - 36.0 - - - 20 0.0 SOURCE 79.2 281.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 05/28/2000 QUOREX.SDF JOB TITLE: Quorex Mezzanine 1890 Rutherford Rd. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW() (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -15.0 1.536 PL 10.00 PF 0.1 1 12.0 5.6 7.2 15.0 2.6 120 FTG ---- PE 0.0 2 12.0 5.6 7.3 15.1 0.012 TL 10.00 PV 0.0 Pipe: 2 -30.1 1.536 PL 9.00 PF 0.8 2 12.0 5.6 7.3 15.1 5.2 120 FTG 2E PE 0.0 3 12.0 5.6 8.1 16.0 0.043 TL 19.11 PV 0.2 Pipe: 3 -46.1 1.536 PL 15.00 PF 1.4 3 12.0 5.6 8.1 16.0 8.0 120 FTG ---- PE 0.0 4 12.0 5.6 9.5 17.3 0.095 TL 15.00 PV 0.4 Pipe: 4 -63.4 1.536 PL 3.00 PF 0.5 4 12.0 5.6 9.5 17.3 11.0 120 FTG ---- PE 0.0 6 12.0 0.0 10.1 0.0 0.172 TL 3.00 PV 0.8 Pipe: 5 -17.5 1.536 PL 12.00 PF 0.3 5 12.0 5.6 9.7 17.5 3.0 120 FTG T PE 0.0 6 12.0 0.0 10.1 0.0 0.016 TL 22.11 PV 0.1 Pipe: 6 -80.8 1.536 PL 9.00 PF 2.4 6 12.0 0.0 10.1 0.0 14.0 120 FTG ---- PE 0.0 7 12.0 5.6 12.5 19.8 0.269 TL 9.00 PV 1.3 Pipe: 7 -100.6 1.536 PL 13.00 PF 5.2 7 12.0 5.6 12.5 19.8 17.4 120 FTG ---- PE 0.0 8 12.0 5.6 17.7 23.6 0.404 TL 13.00 PV 2.0 Pipe: 8 -124.2 1.536 PL 7.50 PF 13.5 8 12.0 5.6 17.7 23.6 21.5 120 FTG ET PE 0.4 9 11.0 0.0 31.7 0.0 0.596 TL 22.66 PV 3.1 Pipe: 9 -23.5 1.536 PL 15.00 PF 0.4 10 12.0 5.6 17.5 23.5 4.1 120 FTG ---- PE 0.0 11 12.0 5.6 18.0 23.7 0.027 TL 15.00 PV 0.1 Pipe: 10 -47.2 1.536 PL 12.00 PF 2.2 11 12.0 5.6 18.0 23.7 8.2 120 FTG 2E PE 0.0 12 12.0 5.6 20.2 25.1 0.099 TL 22.11 PV 0.4 Pipe: 11 -72.3 1.536 PL 13.00 PF 2.8 12 12.0 5.6 20.2 25.1 12.5 120 FTG ---- PE 0.0 13 12.0 5.6 23.0 26.9 0.219 TL 13.00 PV 1.1 Pipe: 12 -99.2 1.536 PL 7.50 PF 8.9 13 12.0 5.6 23.0 26.9 17.2 120 FTG ET PE 0.4 14 11.0 0.0 32.3 0.0 0.393 TL 22.66 PV 2.0 Pipe: 13 -28.9 1.536 PL 15.00 PF 0.6 15 12.0 5.6 26.5 28.9 5.0 120 FTG ---- PE 0.0 16 12.0 5.6 27.1 29.2 0.040 TL 15.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 05/28/2000 QUOREX.SDF JOB TITLE: Quorex Mezzanine 1890 Rutherford Rd. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -58.0 1.536 PL 12.00 PF 3.2 16 12.0 5.6 27.1 29.2 10.0 120 FTG 2E PE 0.0 17 12.0 0.0 30.4 0.0 0.146 TL 22.11 PV 0.7 Pipe: 15 -58.0 1.536 PL 13.00 PF 1.9 17 12.0 0.0 30.4 0.0 10.0 120 FTG ---- PE 0.0 18 12.0 0.0 32.3 0.0 0.146 TL 13.00 PV 0.7 Pipe: 16 -58.0 1.536 PL 7.50 PF 3.3 18 12.0 0.0 32.3 0.0 10.0 120 FTG ET PE 0.4 19 11.0 0.0 36.0 0.0 0.146 TL 22.66 PV 0.7 Pipe: 17 -124.2 2.203 PL 6.50 PF 0.7 9 11.0 0.0 31.7 0.0 10.5 120 FTG ---- PE 0.0 14 11.0 0.0 32.3 0.0 0.103 TL 6.50 PV 0.7 Pipe: 18 -223.4 2.203 PL 12.00 PF 3.7 14 11.0 0.0 32.3 0.0 18.8 120 FTG ---- PE 0.0 19 11.0 0.0 36.0 0.0 0.305 TL 12.00 PV 2.4 Pipe: 19 -281.4 2.203 PL 55.00 PF 38.4 19 11.0 0.0 36.0 0.0 23.7 120 FTG 2ET PE 4.8 20 0.0 SRCE 79.2 (N/A) 0.467 TL 82.28 PV 3.8 NOTES: Calculations were performed by the H1SS 6.4.0 computer program under license no. 126F611 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been balanced to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.106 gpm. velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 23.7 ft/sec at pipe 19. * SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 05/28/2000 QUOREX.SDF JOB TITLE: Quorex Mezzanine 1890 Rutherford Rd. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LngEi1 ChkViv BfyViv GatVlv AimChk DPVlv -------------------------------------------------------- NPTee 1.536 5.05 10.11 3.37 11.79 10.11 1.68 16.85 16.85 10 .11 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 05/28/2000 QUOREX.SDF JOB TITLE: Quorex Mezzanine 1890 Rutherford Rd. WATER SUPPLY CURVE 108+ 99*\\\\\\\\\\O\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 90+ 81+ P 72+ R E S S 63+ U R E 54+ P S I 45~ 36+ 27+ 18+ LEGEND X = Required Water Supply 79.20 psi @ 381.4 gpm 9+ 0 = Available Water Supply " I if 100.00 psi @ 381.4 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 0 Model A 2.89 4.29 5.6 & 8.0 K-factor Standard Response Standard Coverage Upright & Pendent Pendent Fusible Solder Type Automatic Sprinkler CENTRAL Tyco Fire Products --- www.centralsprinkler.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 --- USA Customer Service/Sales: Tel: (215) 362-0700 / Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 conbctororspiinkiermanufacfurer JR General ki contacted reiat,vetoany 101 0 0 Description The Central Model A Upright & Pendent Automatic Sprinklers are standard response - standard coverage, fusible solder type spray sprinklers designed for use in light, ordinary, or extra hazard, commercial occupancies such as banks, hotels, shopping malls, factories, refiner- ies, chemical plants, etc. These sprinklers are available with wax and lead coatings that may be utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmospheres. Although wax and lead coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. Operation: A fusible alloy is sealed into a bronze actuating rod (center strut) by a stainless steel ball. When the alloy melts at its rated temperature, the ball is forced upward into the center strut, releasing the two ejectors and operating the sprinkler. WARNING The Mode! A Upright & Pendent Spun- Wets descnbed herein must be installed and maintained in compliance wX7 this document as well as i4th the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing Technical Data Sprinkler Identification Number SIN C1211 - A Pend (K=2.8) SIN C1 111 -AUP(K=2.8) SIN C2211 - A Pend (K=4.2) SIN C21 11 -AUP(K=4.2) SIN C3211 - A Pend (K=5.6)* SIN C3111 - A UP (K=5.6)* SIN C4211 - A Pend (K=8.0)' SIN C41 ii -A UP (K=8.0)* SIN C4911 - A Pend (K=8.0,1/2" NPT)* SIN C4811 - A UP (K=8.0, 1/2" NPT)* Approvals UL & ULC Listed. FM, LPC, VDS, NYC Approved (Refer to Table 1 -4. The approvals apply only to the service conditions indicated in the Design Criteria Section) Maximum Working Pressure 175 psi (12,1 bar) 250 psi (17,3 bar) UL & ULC (K=5.6) Pipe Thread Connection 1/2 inch NPT -(K=2.7, 4.2, 5.6 & 8.0) 3/4 inch NPT - (K=8.0) Discharge Coefficient K = 2.8 GPM/psi' (40,3 LPMIbar) K = 4.2 GPM/psi"2 (60,5 LPM/bar) K = 5.6 GPM/psi"2 (80,6 LPM/bar"2) K = 8.0 GPM/psi' (116,8 LPM/bar1 ) Temperature Ratings 165°F/74°C, 212°F/100°C, 286°F/141°C Finishes Sprinkler: White Polyester, Chrome Plated, or Natural Brass Corrosion Resistant Coatings Sprinkler: Wax, Lead & Wax-over-Lead * Head Guard & Water Shield: G-2 (Guard) - (K=5.6 & K=8.0) Up & Pend. WSG-2 (Guard & Shield) - (K=8.0) Up WS-2 (Shield) - (K=5.6) Pendent Factory Assembled Model A Pendent and Model A MIt Shield - (K=5.6 & K=8.0) (See Data Sheet 3-12.0 for detaits) Standard Spray Upright & Pendent Sprinklers Physical Characteristics The Model A Upright & Pendent Sprin- Ideis utilize a dezincification resistant (DZR) bronze frame and a brass deflector. The waterway is sealed with copper seal disk, and the fusible assembly is con- structed of bronze and stainless steel components. No. 1-1.0 Table 1 - Laboratory Listings and Approvals (2.8 K-factor Sprinklers) SPRINKLER FINISH Pendent andUpright Temperature Rating Frame Color Code Natural Brass Chrome Plated Polyester Coated Lead Coated Wax Coated Wax Over Lead Coated 165017/740C Unpainted 1,3,4',8 1 ,3,4-,,8 1,8 1,3,4* 1,3 1 212017/1 00°C White 1,3,4*,8 1,3,4*,8 1,8 1,3,4* 1,3,4* 1 286°F/1410C Blue 1,3,8 1,3,8 1,8 1 2 2 Table 2- Laboratory Listings and Approvals (4.2 K-factor Sprinklers) SPRINKLER FINISH Pendent andUpright Temperature Rating Frame Color Code Natural Brass Chrome Plated Polyester Coated Lead Coated Wax Coated Wax Over Lead Coated 165°F/740C Unpainted 1,3,8 1,3,8 1,8 1,3 1,3 1 212017/1000C White 1,3,8 1,3,8 1,8 1,3 1,3 1 286°F/141 °C Blue 1 1,3,8 1,3,8 1,8 1 2 2 Table 3- Laboratory Listings and Approvals (5.6 K-factor Sprinklers) SPRINKLER FINISH Pendent and Upright Temperature Rating Frame Color Code Natural Brass Chrome Plated Polyester Coated Lead Coated Wax Coated Wax Over Lead Coated 165°F/740C Unpainted 1,3,4,6,7,8 1,3,4,6,8 1,8 1,3,4 1,3,4 1,4 212°F/1 00°C White 1,3,4,6,7,8 1,3,4,6,8 1,8 1,3,4 1,3,4 1,4 28601711410C Blue 1,3,4,6,7,8 1,3,4,6,8 1,8 1,4 2,5 2 Table 4- Laboratory Listings and Approvals (8.0 K-factor Sprinklers with 1/2" or 3/4" NPT) SPRINKLER FINISH Pendent and Upright Temperature Rating Frame Color Code Natural Brass Chrome Plated Polyester Coated Lead Coated Wax Coated Wax Over Lead Coated 165°F1740C Unpainted 1,3,4,6**,7**,8 1,3,4,8 1,8 1,3,4 1,3 1 212017/1000C White 1,3,4,6**,7**,8 1,3,4,8 1,8 1,3,4 1,3 1 286°F/141°C Blue --1 113 1 4 1 6**,7**,8 1,3,4,8 1,8 1,4 2,5 2 Notes: Q 1. Listed by Underwriters Laboratories, Inc. Listed by Underwriters Laboratories, Inc. for maximum 150017/680C ambient temperatures. Listed by Underwriters' Laboratories of Canada. Approved by Factory Mutual Research Corporation. Approved by Factory Mutual Research Corporation for maximum 150°F/680C ambient temperatures. Approved by the Loss Prevention Council (United Kingdom). Approved by Verband der Schadeversicherer Approved by the City of New York under BSA 375-75-SA *Upright Only **Not approved with 1/2" NPT 0 U-- 09/19/00 TUE 10:03 FAX 284 3564 . Jeree Huntress 001 IP Q cAed ThRE & cowourr ARE SPRINKLER PIPE Technical Data Chart - id 1.191 .830 1.31 91 1586 1W 1.536 1.059 1.87 61. 3.356 1%' 1.728 1.667 2.71 61. 2135 2' 2.203 2.104 3.79 37 1634 - 21W 2-703 2.564 5.1.0 . 30 161.5 30 3.314 3.387 7.18 19 1351 4 4.33.0 4.473 10.86 19 1784 _Ur T I 1 i IN 1.060 1.33 1.57 70 1955 11yo 1.408 1.87 254 61 2002 1W' 1.839 2.28 3.22 44 21.15 20 2.104 3.06 4.57 30 1921 1812 1886 1550 1616 2440 2542 1868 1946 1846 1923 1544 1608 2039 2124 2234 2327 2288 2384 242.8 252.9 2196 2.287 .. ;. .. .: . .:. .... 1.104 1.13 2.05 91 2180 2468 2570 1.452 1.48 2.93 61 1870 2137 2226 1W 1.687 1.76 3.61. 81 2254 2576 2684 26 2.154 2.35 5.13 37 1825 2086 2173 2W 2.581 4.0813 6.34 30 2671 2939 3080 30 3.200 5.0109 8.49 19 1999 2285 2380 7#14Nut r(item#100) l ShkLgth ShkDia Box Qt Weiy ht (per 100) Case Qty 20 cST.750 3/4 1/4 100 4.75 1000 21 GST 100 1 1/4 100 5.00 1000 22 GST200 1 2 1/4 100 6.50 1000 23 IGST300 1 3 1/4 1 100 7.50 1000 24 IGST600 1 6 1/4 1 50 9.00 500 WOOD - Sammys i #14 (item #lOodadO Sanmys1l4, X9- rod [Use#14SWNutDriwr(Item#101) Item Model Shk Lgdi Shk Dia Actual Pullout Box Qty Weight Case Qty 8 GST2 2 1/4 1760#-Fir 50 7.00 500 * 06 GST2.5-3S0 21/2 3/8 21134-Fir 50 10.00 500 15 GST3 1 3 1/4 2275#-Fir 50 10.50 500 16 GST4 4 1/4 2180#-Fir 50 10.60 500 17 GST6 6 1/4 2230#-Fir 50 10.95 500 i #I4SW (Item#1O1-md) Sldseindere& Sammys 112" rod Not lee, than 2" nominal width (1112") 7pprovWs 7Shak ltem# Model Drlwr (item #100) FMTest Lth ShkDla Load, lb. ULTest Load lb. UIJFM Pipe Size ActualPullout Box Qty 10 GST.75 3/4 1/4 564#-6Ply 100 NFPA 11 GST10 1 1/4 Osa 670#-3/4'Ply 100 I.JL.PM.NFPA 12 GST2O 2 1/4 940# 1 850# 3/4-2 1/2 17604 - Fir 100 UL-NFPA * 27 GST 25-380 2112 3/8 15004 4 21134 - Fir 50 UL-FM-NFPA 13 GST30 3 1/4 14754 15004 3/4-4 20604 - Fir 100 NFPA 403 GST40 4 1/4 2180#-Fir 50 NFPA 14 ET60 6 1/4 2230#-Fir 50 Double Sheetrock Ceiling q Wood Joist Minimum 2" imbedmenl Into base mate,tellbrNFM13compllance TA Joist! Truss Consult Puss manulecturerfor recommended Installation point. *g.4ing may be required for Items #27 and #06. Tools available on page 9. Forve,tical use. Install In center of lowerface. Page 4 UL Listings and CAD Drawings are available at www.SammySuperScrew.com Nate:Scrases,susbeinsWjkdiri$h WnWistenutrimpfj with warrwuty IiIIIs]lIa Elm 1l III mbAJIim1mmT. #I4SW Nut Driver (Item #101) r Ue em# I Model Shk 14th Shk Dia Shear/PulloutI Box Qty Case QtyActual I 4016 JSWG100' 1 1/4 100 I 7.50 I 1000 I I 300 fSWG200f 2 1/4 1725#-Fir 100 8.00 1000 Ihe #14SW Nut Driver (item #101) Aprou1s Item # ______ ri Shk [gUt Shk Thu UL Test Load IlL UI/FM Pipe Size Actual Shear/Pullout Box Qty Weight (per 100) 18 SWG10 1 1/4 100 6.00 UL'NFPA 19 SWG20 2 1/4 1250# 3 1725#-Fir 100 7.00 UL'NPPA * 26 SWG25-380 21/2 3/8 1500# 4 2249# - Fir 50 10.25 25 ISWG30 1 3 1 1/4 1 1 50 8.50 #14SW (Item #101-red) Sidewinders & Sanmys 112" rod FloorJolst r TJI Joist I Truss Coneuitt,usa menufecturerfor recommended instolletlon point Pre-drilhing may be required for Item #26. Tools available on page 9. I SHEETROCK Minimum 2 112" from bottom for breech lines. Minimum 3"*m bottom for mainlines. Exception: This requirement shell not appiyto 2" or thicker nailing strips resting on top of steel beams. - Toggle WOOD —Sidewinders I1IIl 1Use #14 Nut Driver (Item #100)__ ______ Item # Model Shk Lgth Shk Dia Actual Pullout Box Qty Weight (per 100) ______ 71 SST300 3 1/4 450#Lath&Plaster 50 12.00 500 404#2Layers5/8Rock pi:ii II(oIu,kaI4mnflf1Mrmmi Ike #14 Nut Driwr (Item #100) Item# Model Shk Lgth Shk Dia]' Actual Pullout Pkg Qty Weight (per 100) Case Qty 70 SST 30 3 1/4 450# Lath & Plaster 50 12.00 500 j4#2Layers5/8Rock Notlesa than 2" nomInal wIdth (1112") up 103112" pipe; not less than 3" nominal w1dth4" &S" pipe i #14 (Item#Iad) Sanmys 114", 31W' rod PrestressedConcrate A Note: Savo maw bebun" whh app, vIolas tddrerte meply with wwrwiiy Page 5 2,77 WEST COAST FIRE PROTECTION 512 W. CALIFORNIA AVE #205 VISTA, CA 92083 HYDRAULIC CALCULATIONS FOR Quorex Mezzanine Addition 1890 Rutherford ADATE 08-28-01 REMOTE AREA #1 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. MAX NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 281.4 gpm TOTAL WATER REQUIRED (including hose): 381.4 gpm FLOW AND PRESSURE (@ BOR): 381.4 gpm @ 79.2 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: WEST COAST FIRE PROTECTION DESIGN/LAYOUT BY: Dan Amato AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16-763542 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. TUCKER, GA 30084 T SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 05/28/2000 QUOREX.SDF JOB TITLE: Quorex Mezzanine 1890 Rutherford Rd. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQtD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 20 (N/A) 100.0 (N/A) 100.0 381.4 79.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 381.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 281.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 12.0 K= 5.60 7.2 15.0 2 12.0 K= 5.60 7.3 15.1 3 12.0 K= 5.60 8.1 16.0 4 12.0 K= 5.60 9.5 17.3 5 12.0 K= 5.60 9.7 17.5 6 12.0 - - - - 10.1 - - - 7 12.0 K= 5.60 12.5 19.8 8 12.0 K= 5.60 17.7 23.6 9 11.0 - - - - 31.7 - - - 10 12.0 K= 5.60 11.5 23.5 11 12.0 K= 5.60 18.0 23.7 12 12.0 K= 5.60 20.2 25.1 13 12.0 K= 5.60 23.0 26.9 14 11.0 - - - - 32.3 - - - 15 12.0 K= 5.60 26.5 28.9 16 12.0 K= 5.60 27.1 29.2 17 12.0 - - - - 30.4 - - - 18 12.0 - - - - 32.3 - - - 19 11.0 - - - - 36.0 - - - 20 0.0 SOURCE 79.2 281.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 05/28/2000 QUOREX.SDF JOB TITLE: Quorex Mezzanine 1890 Rutherford Rd. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -15.0 1.536 PL 10.00 PF 0.1 1 12.0 5.6 7.2 15.0 2.6 120 FTG ---- PE 0.0 2 12.0 5.6 7.3 15.1 0.012 TL 10.00 PV 0.0 Pipe: 2 -30.1 1.536 Pt 9.00 PF 0.8 2 12.0 5.6 7.3 15.1 5.2 120 FTG 2E PE 0.0 3 12.0 5.6 8.1 16.0 0.043 TL 19.11 PV 0.2 Pipe: 3 -46.1 1.536 PL 15.00 PF 1.4 3 12.0 5.6 8.1 16.0 8.0 120 FTG ---- PE 0.0 4 12.0 5.6 9.5 17.3 0.095 TL 15.00 PV 0.4 Pipe: 4 -63.4 1.536 PL 300 PF 0.5 4 12.0 5.6 9.5 17.3 11.0 120 FTG ---- PE 0.0 6 12.0 0.0 10.1 0.0 0.172 TL 3.00 PV 0.8 Pipe: 5 -17.5 1.536 PL 12.00 PF 0.3 5 12.0 5.6 9.7 17.5 3.0 120 FTG T PE 0.0 6 12.0 0.0 10.1 0.0 0.016 TL 22.11 PV 0.1 Pipe: 6 -80.8 1.536 PL 9.00 PF 2.4 6 12.0 0.0 10.1 0.0 14.0 120 FTG ---- PE 0.0 7 12.0 5.6 12.5 19.8 0.269 TL 9.00 PV 13 Pipe: 7 -100.6 1.536 PL 13.00 PF 5.2 7 12.0 5.6 12.5 19.8 17.4 120 FTG ---- PE 0.0 8 12.0 5.6 17.7 23.6 0.404 TL 13.00 PV 2.0 Pipe: 8 -124.2 1.536 PL 7.50 PF 13.5 8 12.0 5.6 17.7 23.6 21.5 120 FTG ET PH 0.4 9 11.0 0.0 31.7 0.0 0.596 TL 22.66 PV 3.1 Pipe: 9 -23.5 1.536 PL 15.00 PF 0.4 10 12.0 5.6 17.5 23.5 4.1 120 FTG ---- PE 0.0 11 12.0 5.6 18.0 23.7 0.027 TL 15.00 PV 0.1 Pipe: 10 -47.2 1.536 PL 12.00 PF 2.2 11 12.0 5.6 18.0 23.7 8.2 120 FTG 2E PE 0.0 12 12.0 5.6 20.2 25.1 0.099 TL 22.11 PV 0.4 Pipe: 11 -72.3 1.536 PL 13.00 PF 2.8 12 12.0 5.6 20.2 25.1 12.5 120 FTG ---- PE 0.0 13 12.0 5.6 23.0 26.9 0.219 TL 13.00 PV 1.1 Pipe: 12 -99.2 1.536 PL 7.50 PF 8.9 13 12.0 5.6 23.0 26.9 17.2 120 FTG ET PE 0.4 14 11.0 0.0 32.3 0.0 0.393 TL 22.66 PV 2.0 Pipe: 13 -28.9 1.536 PL 15.00 PF 0.6 15 12.0 5.6 26.5 28.9 5.0 120 FTG ---- PE 0.0 16 12.0 5.6 27.1 29.2 0.040 TL 15.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 05/28/2000 QUOREX.SDF JOB TITLE: Quorex Mezzanine 1890 Rutherford Rd. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEI(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -58.0 1.536 PL 12.00 PF 3.2 16 12.0 5.6 27.1 29.2 10.0 120 FTG 2E PE 0.0 17 12.0 0.0 30.4 0.0 0.146 TL 22.11 PV 0.7 Pipe: 15 -58.0 1.536 PL 13.00 PF 1.9 17 12.0 0.0 30.4 0.0 10.0 120 FTG ---- PE 0.0 18 12.0 0.0 32.3 0.0 0.146 TL 13.00 PV 0.7 Pipe: 16 -58.0 1.536 PL 7.50 PF 3.3 18 12.0 0.0 32.3 0.0 10.0 120 FTG ET PE 0.4 19 11.0 0.0 36.0 0.0 0.146 TL 22.66 PV 0.7 Pipe: 17 -124.2 2.203 PL 6.50 PF 0.7 9 11.0 0.0 31.7 0.0 10.5 120 FTG ---- PE 0.0 14 11.0 0.0 32.3 0.0 0.103 TL 6.50 PV 0.7 Pipe: 18 -223.4 2.203 PL 12.00 PF 3.7 14 11.0 0.0 32.3 0.0 18.8 120 FTG ---- PE 0.0 19 11.0 0.0 36.0 0.0 0.305 TL 12.00 PV 2.4 Pipe: 19 -281.4 2.203 PL 55.00 P' 38.4 19 11.0 0.0 36.0 0.0 23.7 120 FTG 2ET PE 4.8 20 0.0 SRCE 79.2 (N/A) 0.467 TL 82.28 PV 3.8 NOTES: Calculations were performed by the HASS 6.4.0 computer program Under license no. 126F611 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been balanced to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.106 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 23.7 ft/sec at pipe 19. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 05/28/2000 QUOREX.SDF JOB TITLE: Quorex Mezzanine 1890 Rutherford Rd. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LrgE1l ChkVlv BfyVlv -------------------------------------------------------- GatVlv AlmChk DPVlv NPTee 1.536 5.05 10.11 3.37 11.79 10.11 1.68 16.85 16.85 10.11 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 05/28/2000 QUOREX.SDF JOB TITLE: Quorex Mezzanine 1890 Rutherford Rd. WATER SUPPLY CURVE 108+ 99*\\\\\\\\\\0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 90+ 81~ x p 72+ R E S S 63+ U R E 54 + 27+ 18+ LEGEND It X = Required Water Supply 79.20 psi @ 381.4 gpm 9+ 0 = Available Water Supply " 100.00 psi @ 381.4 gpm 0++-+---+----+-----+ ------+ --------+--------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) Standard Response Standard Coverage Upright & Pendent Pendent Fusible Solder Type Automatic Sprinkler Tyco Fire Products --- www.centralsprinkler.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 --- USA Customer Service/Sales: Tel: (215) 362-0700 / Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 ModelA 0 2.8,4.2,5.6 & 8.0 K-factor U-1 0 General Description The Central Model A Upright & Pendent Automatic Sprinklers are standard response - standard coverage, fusible solder type spray sprinklers designed for use in light, ordinary, or extra hazard, commercial occupancies such as banks, hotels, shopping malls, factories, refiner- ies, chemical plants, etc. These sprinklers are available with wax and lead coatings that may be utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmospheres. Although wax and lead coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. Operation: A fusible alloy is sealed into a bronze actuating rod (center strut) by a stainless steel ball. When the alloy melts at its rated temperature, the ball is forced upward into the center strut, releasing the two ejectors and operating the sprinkler. WARNING The Model Upright & Pendent Spun- !ders described herein must be installed and maintained in compliance WN7 this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities ha ving junsdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor orspiinklermanufacftirer should be contacted relative to any questions. Technical Data Sprinkler Identification Number SIN C1211 - A Pend (K=2.8) SIN C1 111 - A UP (K=2.8) SIN C2211 - A Pend (K=4.2) SIN C21 ii - A UP (K=4.2) SIN C3211 - A Pend (K=5.6)* SIN C31 ii - A UP (K=5.6)* SIN C4211 - A Pend (K=8.0)* SIN C41 ii -A UP (K=8.0)* SIN C4911 - A Pend (K=8.0,1/2" NPT)* SIN C4811 - A UP (K=8.0, 1/2' NPT)* Approvals UL & ULC Listed. FM, LPC, VOS, NYC Approved (Refer to Table 1 -4. The approvals apply only to the service conditions indicated in the Design Criteria Section) Maximum Working Pressure 175 psi (12,1 bar) 250 psi (17,3 bar) UL & ULC (K-5.6) Pipe Thread Connection 1/2 inch NPT -(K=2.7,4.2,5.6 & 8.0) 3/4 inch NPT - (K=8.0) Discharge Coefficient K = 2.8 GPM/psi'' (40,3 LPM/bar112) K = 4.2 GPM/psi" (60,5 LPM/bar1') K = 5.6 GPMIpsP' (80,6 LPM/bar) K = 8.0 GPM/psi (116,8 LPM/barmm) Temperature Ratings 165°F/74°C, 212°F/100°C, 286°F/141°C Finishes Sprinkler: White Polyester, Chrome Plated, or Natural Brass Corrosion Resistant Coatings Sprinkler: Wax, Lead & Wax-over-Lead * Head Guard & Water Shield: G-2 (Guard) - (K=5.6 & K=8.0) Up & Pend. WSG-2 (Guard & Shield) - (K=8.0) Up WS-2 (Shield) - (K=5.6) Pendent Factory Assembled Model A Pendent and Model A Nil/I Shield - (K=5.6 & K=8.0) (See Data Sheet 3-12.0 for details) CENTRAL Standard Spray Upright & Pendent Sprinklers Physical Characteristics The Model A Upright & Pendent Sprin- klers utilize a dezincification resistant (OZA) bronze frame and a brass deflector. The waterway is sealed with copper seal disk, and the fusible assembly is con- structed of bronze and stainless steel components. No. 1-1.0 Table 1 - Laboratory Listings and Approvals (2.8 K-factor Sprinklers) SPRINKLER FINISH Pendent and Upright Temperature Rating Frame Color Code Natural Brass Chrome Plated Polyester Coated Lead Coated Wax Coated Wax Over Lead Coated 165°F1740C Unpainted 1,3,4',8 1,3,4-,8 1,8 1,3,4* 1,3 1 212°F/1 00°C White 1,3,4*,8 1,3,4*,8 1,8 1,3,4* 1,3,4* 1 2860F/1410C Blue 1 1,3,8 1,3,8 1,8 1 2 2 Table 2- Laboratory Listings and Approvals (4.2 K-factor Sprinklers) SPRINKLER FINISH Pendent and Upright Temperature Rating Frame Color Code Natural Brass Chrome Plated Polyester Coated Lead Coated Wax Coated Wax Over Lead Coated 165°F/740C Unpainted 1,3,8 1,3,8 1,8 1,3 1,3 1 212°F/1000C White 1,3,8 1,3,8 1,8 1,3 1,3 1 2860 F1141°C Blue 1,3,8 1,3,8 1,8 1 2 2 Table 3 - Laboratory Listings and Approvals (5.6 K-factor Sprinklers) SPRINKLER FINISH Pendent and Upright Temperature Rating Frame Color Code Natural Brass Chrome Plated Polyester Coated Lead Coated Wax Coated Wax Over Lead Coated 1650171740C Unpainted 1,3,4,6,7,8 1,3,4,6,8 1,8 1,3,4 1,3,4 1,4 212°F/1000C White 1,3,4,6,7,8 1,3,4,6,8 1,8 1,3,4 1,3,4 1,4 286°F/141°C I Blue 1,314,6,7,8 1 1,3,4,6,8 1 1,8 1 1,4 2,5 1 2 Table 4- Laboratory Listings and Approvals (8.0 K-factor Sprinklers with 1/2" or 3/41 NPT) SPRINKLER FINISH Pendent and Upright Temperature Rating Frame Color Code Natural Brass Chrome Plated Polyester Coated Lead Coated Wax Coated Wax Over Lead Coated 1650F1740C Unpainted 1,3,4,6**,7**,8 1,3,4,8 1,8 1,3,4 1,3 1 212017/1000C White 1,3,4,6**,7**,8 1,3,4,8 1,8 1,3,4 1,3 1 286°F/1410C Blue 1,3,4,6**,7**,8 ---1 1,3,4,8 1,8 1 1,4 2,5 1 2 Notes: Q 1. Listed by Underwriters Laboratories, Inc. Listed by Underwriters Laboratories, Inc. for maximum 150017/680C ambient temperatures. Listed by Underwriters' Laboratories of Canada. Approved by Factory Mutual Research Corporation. Approved by Factory Mutual Research Corporation for maximum 150017/680C ambient temperatures. Approved by the Loss Prevention Council (United Kingdom). Approved by Verband der Schadeversicherer Approved by the City of New York under BSA 375-75-SA *Upright Only **Not approved with 1/2" NPT 0- U-- 09/19/00 TUE 10:03 FAX 284 3564 Jeree Huntress Qb 001 cAekd maE & cowr*irr ARE SPRINKLER PIPE Technical Data Chart is 1.191 .830 1.31 91. 1586 1812 1888 1W 1.536 1.059 1.87 61 3.356 1550 2.625 11h" 1.728 1.667 2.71 61. 2135 24.40 2542 2' 2.203 2.104 3.79 37 1834 1868 1.948 - 21A" 2-703 2.564.. 5.10 30 2.61.5 2.846 1923 30 3.314 3.387 7.18 19 1351 1544 1608 4' 4.310 4.473 10.86 19 1784 2039 2124 1' 1.080 133 1.57 70 1955 2234 2327 1W 1.408 1.87 2.54 51 2002 2288 2384 1W 1.839 2.28 3.22 44 23.15 2418 2519 2' 2.104 3.05 4.57 30 1921 2196 2287 1.104 1.13 2.05 91 2160 2468 2570 Ives 1.452 1.48 2.93 at 1870 2137 2226 1W 1.687 1.76 3.61. 61. 2254 2576 2684 2.154 2.35 5.13 37 1825 2088 2173 21hn 2.581 4.0813 6.34 30 2571 2939 3060 3' 3.200 5.0109 8.49 19 1999 2286 2380 Not less than 2" nominal width (1112") up to 3112" pipe; not less than 3" nominal width V& 5" pipe FloorJoist r TJI Joist! Truss Consulttruss manufacturerfor recommended installation point. Pre-drilling may be required for item #26. Tools available on page 9. 13 Minimum 21/2" from bottom for branch lines. Minimum 3" from bottom for main lines. Exception: I This requirement shall not apply to 2" or thicker nailing strips resting SHEETROCK - Toggle on top of steel beams. pi :1 I iiIi rI Rod (Vertical M ount) Use #14 Nut Driver (Item #100) Item # Model Shk Lgth Shk Dia Actual Pullout Box Qty Weight (per 100) Case Qty 71 SST 300 3 1/4 450# Lath & Plaster 50 12.00 500 404# 2 Layers 5/8 Rock ii :1 I 1k Rod (Ve rtical !1Ik rrnmu Use #14 Nut Driver (Item #100) Item# I Model Shk Lgth Shk Dia Actual Pullout Pkg Qty Weight (per 100) Case Qty 70 SST 30 3 1/4 450# Lath & Plaster 50 12.00 500 404# 2 Layers 5/8 Rock #14 (Item #100-black) Sammysll4",318" rod Prestressed Concrete WOOD —Sidewinders It #I4SW (Item #101-red) Sidewinders & Sammys 1/2" rod Dh.] IVE lmUim1riuum1mmIi Use #14SW Nut Driver (Item #101) Item # Model IShk Lgth I Shk Dia I Actual Shear/Pullout I Box Qty I Weight (per 100) Case Qty 4016 SWG100 1 1/4 100 7.50 1000 300 SWG200 2 1/4 1725# - Fir 100 8.00 1000 ff111] 1k111!Wl FiTyLuni&IIlT111Ti Use #14SWNut Driver (Item #101) Approvals Item # Model Shk Lgth Shk Dia ULTest Load lb. UIJFM Pipe Size Actual Box Shear/Pullout Qty Weight (per 100) 18 SWG10 1 1/4 100 6.00 UL.NFPA 19 SWG20 2 1/4 1250# 3 1725# - Fir 100 7.00 UL.NFPA * 26 SWG25-380 21/2 3/8 1500# 4 2249#-Fir 50 1 10.25 25 SWG30 3 1/4 1 50 1 8.50 Note: Screws must be installed with appropriate nut driver to comply with warranty Page 5 III] Use #14 Nut Driver (Item #l0O) Item # Model Shk Lgth Shk Dia Box Qty ', ght (per Case Qty 20 CST.750 3/4 1/4 100 4.75 1000 21 CST 100 1 1/4 100 5.00 1000 22 CST 200 2 1/4 100 1 6.50 1 1000 23 IGST300 3 1/4 1 100 1 7.50 1000 24 GST 600 6 1/4 50 9.00 500 WOOD - Sammys i #14 (Item #100.black) Sammysl/4",318"rod pWSII] F? 1lT ilical mmii I Use #14SW Nut Driver (Item #101) Item # Model Shk Lgth Shk Dia Actual Pullout Box Qty Weight (per 100) Case Qty 8 GST 2 2 1/4 1760# - Fir 50 7.00 500 * 06 GST2.5-380 21/2 3/8 2113#-Fir 50 10.00 500 15 CST3 3 1/4 2275# - Fir 50 10.50 500 16 68T4 4 1/4 2180#-Fir 50 10.60 500 17 68T6 6 1/4 2230#-Fir 50 10.95 500 i #I4SW (Item #101-red) Sidewinders & Sammysll2" rod Not less than 2" nominal width (1112") WOOD - 31k rti riiTium Use #14 Nut Driver (Item #100) Approvals Item# Model Shk Lgth Shk D FM Test Load, lb. ULTest Load lb. UIJFMia Pipe Size Actual Pullout Box Qty 10 CST.75 3/4 1/4 564#-6Ply 100 NFPA 11 CST 10 1 1/4 210# - 7/16 OSB 670# - 3/4" Ply 100 UL-FM-NFPA 12 CST 2O 2 1/4 940# 850# 1 3/4-2 1/2 1760#-Fir 100 UL-NFPA * 27 CST 25-380 21/2 3/8 1500# 4 2113# - Fir 50 UL-FM-NFPA 13 CST30 3 1/4 1475# 1500# 3/4-4 2060# - Fir 100 NFPA 403 CST 4O 4 1/4 2I80#-Fir 50 NFPA 14 IGST60 6 1/4 2230#-Fir 50 q Wood Joist Minimum 2" imbedment into base material for NFPA 13 compliance TJI Joist/ Truss Consult truss manufacturer for recommended installation point. *pre..druhing may be required for items #27 and #06. Tools available on page 9. For vertical use. Install In center of lower face. UL Listings and CAD Drawings are available at www.SammySuperScrew.com Note: Screws must be installed with appropriate nut driver to comply with warranty